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TOWN ST. MAIN ST. over CUCHARAS CREEK

Map 

Coordinates:
+37.37978, -105.10061
37°22'47" N, 105°06'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOWN ST. MAIN ST. over CUCHARAS CREEK
Structure number:CUCHARA-1A
Location:IN CUCHARA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.5 ft. [9.9 m]
Total length:36.4 ft. [11.1 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:6 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.8 tons [58.0 metric tons]
Inventory rating:38.2 tons [34.7 metric tons]
Sufficiency rating:83.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201583.2Not deficientGoodGoodGood6
January 201383.0Not deficientGoodVery GoodGood29
January 201183.0Not deficientVery GoodVery GoodGood29
December 200883.0Not deficientVery GoodVery GoodVery Good27
December 200683.0Not deficientVery GoodVery GoodVery Good27
September 200483.0Not deficientVery GoodVery GoodVery Good27
February 200383.0Not deficientVery GoodVery GoodVery Good27
200082.0Not deficientVery GoodVery GoodVery Good27